JP2009541626A5 - - Google Patents
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- JP2009541626A5 JP2009541626A5 JP2009518221A JP2009518221A JP2009541626A5 JP 2009541626 A5 JP2009541626 A5 JP 2009541626A5 JP 2009518221 A JP2009518221 A JP 2009518221A JP 2009518221 A JP2009518221 A JP 2009518221A JP 2009541626 A5 JP2009541626 A5 JP 2009541626A5
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- Prior art keywords
- flooring system
- flooring
- foundation
- load
- bearings
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- 238000009408 flooring Methods 0.000 claims 59
- 238000011068 load Methods 0.000 claims 34
- 230000000875 corresponding Effects 0.000 claims 3
- 238000002955 isolation Methods 0.000 claims 2
- 238000010521 absorption reaction Methods 0.000 claims 1
- 230000001133 acceleration Effects 0.000 claims 1
- 230000005484 gravity Effects 0.000 claims 1
Claims (27)
a)上面及び下面を各々有する一つ又はそれ以上の水平なフローリングパネルと、
b)前記フローリングパネルを支持するようになったフレームと、
c)前記フレームから垂直方向下方に延びる複数の負荷支持フローリング受台と、
d)複数の地震遮断ベアリングとを含み、これらのベアリングの各々は、下向きの剛性負荷面を持つ上負荷プレートと、上向きの剛性負荷面を持つ下負荷プレートとを含み、前記面のうちの少なくとも一方が、凹状又は円錐形のキャビティを形成する凹状負荷面を形成し、前記プレート間にボールが挟んであり、
前記ベアリングの各々は、フローリング受台に直接的に又は間接的に固定されており、前記パネルの前記上面に加わった負荷は、前記フレーム、受台、及びベアリングを通して基礎に伝達される、フローリングシステム。 In the earthquake cutoff flooring system,
a) one or more horizontal flooring panels each having an upper surface and a lower surface;
b) a frame adapted to support the flooring panel;
c) a plurality of load support flooring pedestals extending vertically downward from the frame;
d) a plurality of seismic isolation bearings, each of these bearings including an upper load plate having a downward rigid load surface and a lower load plate having an upward rigid load surface, at least one of said surfaces One forms a concave load surface that forms a concave or conical cavity, and the ball is sandwiched between the plates,
Each of the bearings is fixed directly or indirectly to a floor cradle, and a load applied to the top surface of the panel is transmitted to the foundation through the frame, cradle and bearing. .
少なくとも一つの前記ベアリングの前記上負荷プレートは、対応する受台の下端に固定されており、前記ベアリングの前記下負荷プレートは、前記基礎の上に直接的に又は間接的に配置される、フローリングシステム。 The flooring system according to claim 1,
Flooring, wherein the upper load plate of at least one of the bearings is fixed to the lower end of the corresponding cradle, and the lower load plate of the bearing is arranged directly or indirectly on the foundation system.
前記ベアリングの各々の前記上負荷プレートは、対応する受台の下端に固定されており、前記ベアリングの各々の前記下負荷プレートは、前記基礎の上に直接的に又は間接的に配置される、フローリングシステム。 The flooring system according to claim 1,
The upper load plate of each of the bearings is fixed to the lower end of the corresponding cradle, and the lower load plate of each of the bearings is disposed directly or indirectly on the foundation; Flooring system.
少なくとも一つの前記ベアリングの前記上負荷プレートは前記フレームに固定され、前記ベアリングの前記下負荷プレートは対応する受台の上端に固定され、前記受台は、前記基礎の上に直接的に又は間接的に配置される、フローリングシステム。 The flooring system according to claim 1,
The upper load plate of at least one of the bearings is fixed to the frame, and the lower load plate of the bearing is fixed to the upper end of a corresponding cradle, the cradle being directly or indirectly on the foundation Flooring system, which is arranged in an ideal manner.
前記凹状負荷面は、中央頂部、凹状周囲、及びこれらの間を延びる円錐形領域を含む、フローリングシステム。 The flooring system according to any one of claims 1 to 4,
The flooring system, wherein the concave loading surface includes a central top, a concave perimeter, and a conical region extending therebetween.
前記円錐形領域は一定の傾斜によって形成されている、フローリングシステム。 The flooring system according to claim 5, wherein
A flooring system, wherein the conical region is formed by a constant slope.
前記基礎、前記フレーム、及び前記パネルは、前記フロアと前記基礎との間にキャビティを形成する、フローリングシステム。 The flooring system according to any one of claims 1 to 6,
The flooring system, wherein the foundation, the frame, and the panel form a cavity between the floor and the foundation.
前記フローリングには、実質的に一定の復元力が作用する、フローリングシステム。 The flooring system according to any one of claims 1 to 7,
A flooring system in which a substantially constant restoring force acts on the flooring.
前記フローリングには、100%重力による復元力が作用する、フローリングシステム。 The flooring system according to any one of claims 1 to 8,
A flooring system in which a restoring force due to 100% gravity acts on the flooring.
振動イベント中に前記フロアの加速度を低下する減衰手段を含む、フローリングシステム。 The flooring system according to any one of claims 1 to 9, further comprising:
A flooring system comprising damping means for reducing the acceleration of the floor during a vibration event.
前記減衰手段は、基端が前記基礎に直接的に又は間接的に取り付けられており且つ先端が前記フレーム又は前記フローリングに直接的に又は間接的に取り付けられた少なくとも一つのエネルギ吸収エレメントを含む、フローリングシステム。 The flooring system according to claim 10, wherein
The damping means includes at least one energy absorbing element having a proximal end attached directly or indirectly to the foundation and a distal end attached directly or indirectly to the frame or the flooring. Flooring system.
前記少なくとも一つのエネルギ吸収エレメントは、弾性構成要素及び空気圧エレメントからなる群から選択される、フローリングシステム。 The flooring system according to claim 11, wherein
The flooring system, wherein the at least one energy absorbing element is selected from the group consisting of an elastic component and a pneumatic element.
前記エネルギ吸収エレメントは空気圧構成要素を含む、フローリングシステム。 The flooring system according to claim 11 or 12,
The flooring system, wherein the energy absorbing element includes a pneumatic component.
前記エネルギ吸収エレメントは、基端が、前記基礎の上に支持されたハブに直接的に連結されており、先端が負荷支持受台に直接的に連結されている、フローリングシステム。 The flooring system according to any one of claims 11 to 13,
The energy absorption element has a proximal end directly connected to a hub supported on the foundation, and a distal end directly connected to a load support cradle.
前記減衰手段は、基端が前記基礎に直接的に又は間接的に取り付けられており且つ先端が前記フレーム又は前記フローリングに直接的に又は間接的に取り付けられた三つ又はそれ以上のエネルギ吸収エレメントを含む、フローリングシステム。 The flooring system according to claim 14, wherein
The damping means comprises three or more energy absorbing elements having a proximal end attached directly or indirectly to the foundation and a distal end attached directly or indirectly to the frame or the flooring. Including flooring system.
前記少なくとも一つのエネルギ吸収エレメントは、弾性構成要素及び空気圧エレメントからなる群から選択される、フローリングシステム。 The flooring system according to claim 14 or 15,
The flooring system, wherein the at least one energy absorbing element is selected from the group consisting of an elastic component and a pneumatic element.
a)上面及び下面を各々有する一つ又はそれ以上の水平なフローリングパネルと、
b)前記フローリングパネルを支持するようになったフレームと、
c)前記フレームに直接的に又は間接的に取り付けられた複数の負荷支持フローリング受台と、
d)複数の地震遮断ベアリングとを含み、これらのベアリングの各々は、下向きの剛性負荷面を持つ上負荷プレートと、上向きの剛性負荷面を持つ下負荷プレートとを含み、前記面のうちの少なくとも一方が、円錐形のキャビティを形成する凹状負荷面を形成し、前記プレート間にボールが挟んであり、
前記ベアリングの各々は、フローリング受台に固定されており、前記パネルの前記上面に加わった負荷は、前記フレーム、受台、及びベアリングを通して基礎に伝達される、フローリングシステム。 In the earthquake cutoff flooring system,
a) one or more horizontal flooring panels each having an upper surface and a lower surface;
b) a frame adapted to support the flooring panel;
c) a plurality of load bearing flooring pedestals attached directly or indirectly to the frame;
d) a plurality of seismic isolation bearings, each of these bearings including an upper load plate having a downward rigid load surface and a lower load plate having an upward rigid load surface, at least one of said surfaces One forms a concave loading surface that forms a conical cavity, and a ball is sandwiched between the plates,
Each of the bearings is fixed to a flooring cradle, and a load applied to the upper surface of the panel is transmitted to the foundation through the frame, the cradle, and the bearing.
前記遮断ベアリングは、各々、凹所をなした上向きの負荷面及び下向きの負荷面を含む、フローリングシステム。 The flooring system according to claim 17, wherein
The block bearing includes a floor loading system, each including a concave upward loading surface and a downward loading surface.
前記凹所をなした負荷面の各々の直線状部分の傾斜は、少なくとも約6°である、フローリングシステム。 The flooring system according to claim 17 or 18,
The flooring system, wherein the slope of each linear portion of the recessed loading surface is at least about 6 °.
前記凹所をなした負荷面の各々の直線状部分の傾斜は、約6°乃至約8°である、フローリングシステム。 The flooring system according to any one of claims 17 to 19,
The flooring system, wherein the slope of each linear portion of the recessed loading surface is about 6 ° to about 8 °.
前記凹所をなした負荷面の各々の直線状部分の傾斜は、約6.1°である、フローリングシステム。 The flooring system according to any one of claims 17 to 20,
The flooring system, wherein the slope of each linear portion of the recessed loading surface is about 6.1 °.
前記凹所をなした負荷面の各々の直線状部分の傾斜は、6.1°である、フローリングシステム。 The flooring system according to any one of claims 17 to 21,
The flooring system, wherein the slope of each linear portion of the recessed loading surface is 6.1 °.
前記凹所をなした負荷面の各々の直線状部分の傾斜は、約7.7°である、フローリングシステム。 The flooring system according to any one of claims 17 to 22,
The flooring system, wherein the slope of each linear portion of the recessed loading surface is about 7.7 °.
前記凹所をなした負荷面の各々の直線状部分の傾斜は、7.7°である、フローリングシステム。 The flooring system according to any one of claims 17 to 23,
The flooring system, wherein the slope of each linear portion of the recessed loading surface is 7.7 °.
前記凹所をなした負荷面は、中央頂部と、凹状周囲と、これらの間を延びる円錐形領域とを含む、フローリングシステム。 The flooring system according to any one of claims 17 to 24,
The recessed loading surface includes a central apex, a concave perimeter, and a conical region extending therebetween.
前記凹状周囲は、前記凹所をなした負荷面を内部に形成する周囲を含む、フローリングシステム。 The flooring system according to claim 25,
The concave circumference includes a circumference that internally forms a load surface having the recess.
前記凹所をなした負荷面の直径は、約20.32cm乃至35.56cm(約8インチ乃至約14インチ)である、フローリングシステム。 The flooring system according to claim 25 or 26,
The flooring system, wherein the recessed loading surface has a diameter of about 8 inches to about 14 inches.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US81668106P | 2006-06-26 | 2006-06-26 | |
US11/731,425 US8156696B2 (en) | 2003-07-15 | 2007-03-30 | Seismically stable flooring |
PCT/US2007/014804 WO2008002558A2 (en) | 2006-06-26 | 2007-06-25 | Seismically stable flooring |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2009541626A JP2009541626A (en) | 2009-11-26 |
JP2009541626A5 true JP2009541626A5 (en) | 2010-05-13 |
Family
ID=38846261
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2009518221A Pending JP2009541626A (en) | 2006-06-26 | 2007-06-25 | Stable flooring against earthquakes |
Country Status (6)
Country | Link |
---|---|
US (2) | US8156696B2 (en) |
JP (1) | JP2009541626A (en) |
CA (1) | CA2656554A1 (en) |
NZ (1) | NZ574151A (en) |
TW (1) | TWI417443B (en) |
WO (1) | WO2008002558A2 (en) |
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2007
- 2007-03-30 US US11/731,425 patent/US8156696B2/en active Active
- 2007-06-25 WO PCT/US2007/014804 patent/WO2008002558A2/en active Application Filing
- 2007-06-25 CA CA002656554A patent/CA2656554A1/en not_active Abandoned
- 2007-06-25 JP JP2009518221A patent/JP2009541626A/en active Pending
- 2007-06-25 TW TW096122834A patent/TWI417443B/en not_active IP Right Cessation
- 2007-06-25 NZ NZ574151A patent/NZ574151A/en not_active IP Right Cessation
-
2012
- 2012-04-12 US US13/445,638 patent/US8511004B2/en not_active Expired - Lifetime
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